HomeMy WebLinkAbouta0019'-0" FOUNDATION
9'
-
1
"
8'
-
1
"
T/ 2nd FLR. DBL. TOP ⅊
T/ 1st FLR. DBL. TOP ⅊
9'
-
1
"
8'
-
1
"
T/ 2nd FLR. DBL. TOP ⅊
T/ 1st FLR. DBL. TOP ⅊
T/ 2nd FLR. SUBFLR.
T/ 2nd FLR. SUBFLR.
1x6 WINDOW TRIM
BRICK SILL
- SLOPE 1"
- PROJECT BOTTOM 1"
- TYPICAL
BRICK THRESHOLD
- DTL. 06/D1.0
12"
1'-012" 1'-012"
1x8 GUTTER BOARD
- w/ ALUMINUM GUTTER &
DOWNSPOUTS
12" x 9 12" HARDBOARD FRIEZE
- w. BRICK LADDER
- w/ BARGE MOULD
FIBERGLASS /
ASPHALT SHINGLES
10
12
10
12
1x6 CORNER TRIM
1 2" x 9 12" HARDBOARD FRIEZE
- NAIL TO FIBER CEMENT PANEL
- w/ BARGE MOULD
12"
10
12
1826P
9 1 4 "
6'
-
3
"
4'-0"
4'-0" 5'-2 12"
812"
12
10
12
10
8'
-
8
3 4 "
7"
01-02
A1.1
1'-012"
FIBER CEMENT PANEL
(SMOOTH)
- w/ 1x2 BATTENS @ 16" o.c.
J4 BOARD-N-BATTEN
SHUTTER @ 47" TALL
12"
BRICK SOLDIER
- PULL 12" FROM VENEER
BRICK ROWLOCK ABOVE SOLDIER
- PULL 34" FROM VENEER
J4 BOARD-N-BATTEN
SHUTTER @ 71" TALL
BRICK SILL
- SLOPE 1"
- PROJECT BOTTOM 1"
J4 BOARD-N-BATTEN
SHUTTER @ 63" TALL
1x8 RAKE BOARD
- EXTEND 16" FROM SHEATHING
1x8 GABLE FRIEZE
- w/ FIBER CEMENT PANEL BACK UP
1x10 TRIM (CUT ARCH)
- w/ 1x4 TRIM SURROUND
- w/ 1x1 NAIL TO FACE OF TRIM
ALONG T/ EDGE
r =1
'
-
5
3 4 "
FIBER CEMENT PANEL
(SMOOTH)
- w/ 1x2 BATTENS @
16" o.c.
r
=
2
5
'
-
1
1
1
2
"
CURVED RAKE BOARD
- ENTEND 12" FROM SHEATHING
- DETAIL 02/A1.1
WINDOW
DRYWALL
BRICK VENEER
BRICK SILL
- SLOPE 1"
- PROJECT BOTTOM 1"
J4 BOARD-N-BATTEN
SHUTTER @ 71" TALL
4'-0"4'-0"
1'-012"
4
12
12
D1.0
r =4
'
-2
7 8 "
T/ 1st FLR. SUBFLR. T/ 1st FLR. SUBFLR.
11
6
6
6
3
5
10
7
169
12
4
1
2
5
3
1
2
15
10
1x4 CORNER TRIM
5
12
8 12
8
24"
4
12
12
812
8
Note: All square footage calculations are taken to face of
veneer.
Gross square footage: Includes square footage that
takes into account floor space in a two-story volume.
Net square footage: Gross square footage minus the
floor space in a two-story volume. Net square footage
should be used for determining appraisal value.
SQUARE FOOTAGE
GROSS AREA NET AREA
BASEMENT (FINISHED)
BASEMENT (UNFINISHED)
FIRST FLOOR
GARAGE
PATIO
PORCH
SECOND FLOOR
1010 Sq.Ft.
1694 Sq.Ft.
1689 Sq.Ft.
657 Sq.Ft.
192 Sq.Ft.
117 Sq.Ft.
1805 Sq.Ft.
1010 Sq.Ft.
684 Sq.Ft.
1689 Sq.Ft.
657 Sq.Ft.
192 Sq.Ft.
117 Sq.Ft.
1509 Sq.Ft.
ALL SIDES: HORIZONTAL OR SHAKE SIDING
TO BE FIBER CEMENT BOARD
SIDING MATERIAL:
W
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A1.0
MATERIAL LEGEND
1
3
1x8 RAKE BOARD
4
1x8 GUTTER BOARD
- w/ ALUM. GUTTER & DOWNSPOUTS
12" x 912" HARDBOARD FRIEZE
- TRIM TO T/ WINDOWS
5 FIBERGLASS / ASPHALT SHINGLES
6 PREFINISHED CORNER TRIM
- TYPICAL w/ VINYL SIDING
<OR>
1x4 CORNER TRIM
- TYPICAL w/ FIBER CEMENT PLANK SIDING / PANELS
7 1x6 WINDOW JAMB TRIM
8
9
1x8 WINDOW JAMB TRIM
1x10 WINDOW JAMB TRIM
12 1x12 KICK PLATE
- TRIM TO FIT
13 (2) 1x8 KICK PLATE
- BUTTED TOGETHER
10 214"h. x 4"d. CAST STONE SILL
- PROJECT BOTTOM 1"±
HORIZONTAL SIDING
- REFER TO BOX NOTE
BELOW FOR MATERIAL
- SEE DTL SHEETS WS-V OR WS-F
SHAKE SIDING
- REFER TO BOX NOTE
BELOW FOR MATERIAL
- SEE DTL SHEETS WS-V OR WS-F
FIBER CEMENT BOARD PANEL
- STUCCO FINISH
- SEE DTL SHEET WS-F
ALL MATERIALS ARE 'TYPICAL' UNLESS OTHERWISE NOTED
FIBER CEMENT BOARD PANEL
- SMOOTH FINISH
- SEE DTL SHEET WS-F
CULTURED STONE VENEER
- REFER TO SELECTIONS
- SEE DTL SHEETS WS-C
BRICK VENEER
- SEE DTL SHEETS WS-B
WAVEY-EDGE CEDAR SIDING
- SEE DTL SHEETS WS-V OR WS-F
11 BRICK SILL COURSE
- SLOPE 1"
- PROJECT BOTTOM 1"
2 1x8 GABLE FRIEZE
NOTE:
REFER TO A7.0 FOR THE ROOF PLAN,
RIDGE VENT LOCATIONS, AND
GUTTER AND DOWNSPOUT LOCATIONS.
14 214"h. x 234"d. CAST STONE SILL
- PROJECT BOTTOM 34"±
15 12" x 912" HARDBOARD FRIEZE, LAPPED
- TRIM TO T/ WINDOWS
16 1x8 BAND BOARD
17 1x6 CORNER TRIM
18 1x12 TRIM
19 1x8 TRIM
20 35 8"h. x 65 8"d. CAST STONE SILL
-PROJECTBOTTOM 1"±
FIBER CEMENT BOARD PANEL
- VERTICAL SIDING
- SEE DTL SHEET WS-F
21 1x4 TRIM
22 1x10 TRIM
23 1x6 TRIM
24 BLOCKING @ TRUSS CANTILEVER
NOTE:
DASHED LINES BELOW T/
FOUNDATION DEPICT INSTALLED
WINDOWS OR DOORS
- LOCATED PER A2.0
SCALE = 1'-0"
FRONT ELEVATION
1/4"01
SCALE = 1'-0"
LEFT SIDE ELEVATION
1/8"02 SCALE = 1'-0"
REAR ELEVATION
1/8"03 SCALE = 1'-0"
RIGHT SIDE ELEVATION
1/8"04
07/24/18
William Hohlt